HomeMy WebLinkAboutC23000456_XPO Logestic_ Civil Construction Plan_Approved 4.18.2023N N
AREA MAP
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XPO LOGISTICS RENTON
STORMWATER FILTRATION SYSTEM
400 SW 34th STREET
RENTON, WASHINGTON 98055
APRIL 2023
PROJECT NUMBER: 11207014
SITE
DRAWING INDEX
SHEET No.SHEET TITLE
C-1001 SITE PLAN
C-0001
EROSION CONTROL DETAILS
OUTFALL #1 (SOUTH)
C-1002
OUTFALL #2 (NORTH)
C-1003
AS BUILT SURVEY
COVER SHEETG-0001
CIVIL GENERAL NOTES
SITE DETAILS
C-1004
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4246XPO LOGISTICS RENTON
STORMWATER FILTRATION SYSTEM
11207014STORMWATER FILTRATION SYSTEMC23000456STORMWATER FILTRATION SYSTEMThis document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of
GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
www.ghd.com
Conditions of Use
GHD Inc.
9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
T 1 425 563 6500
FOR CITY PERMITTING PURPOSES
C-6001
C-6002
M-0001 PROCESS FLOW DIAGRAMS
S-0001 STRUCTURAL NOTES
S-6001 STRUCTURAL DETAILS
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT
4-5-2023
3-16-2023
1-9-2023
12-20-2022ISSUE FOR PRELIMINARY
D
C
B
A COVER SHEETR-424601R-424601
DEVELOPMENT ENGINEERING
yqi 04/13/2023
SURFACE WATER UTILITY
JFarah 04/14/2023
REGIONAL FIRE AUTHORITY
cthomas 04/17/2023
APPROVED
GENERAL CONSTRUCTION NOTES:
1.THE DESIGN AND CONSTRUCTION OF ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST
REVISION AND/OR VERSION OF ALL CODES AND REFERENCE STANDARDS.
2.THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND MEASUREMENTS AT THE SITE
AND REPORT TO THE ENGINEER ANY DISCREPANCIES OR UNSATISFACTORY CONDITIONS WHICH MAY
ADVERSELY AFFECT THE PROPER COMPLETION OF THE JOB BEFORE PROCEEDING WITH THE WORK.
3.DO NOT SCALE DRAWINGS.
4.ALL DIMENSIONS ON THE DRAWINGS ARE IN FEET AND INCHES UNLESS NOTED OTHERWISE.
5.MAINTAIN A SET OF DRAWINGS ON SITE AND UPDATE FREQUENTLY WITH CONSTRUCTION RECORD
INFORMATION.
6.THE LANDOWNER/OPERATOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL PERMITS
AND EASEMENTS. THIS INCLUDES ALL FEDERAL, STATE AND LOCAL PERMITS. THE
LANDOWNER/OPERATOR IS TO ENSURE THAT THE CONTRACTOR HAS ACQUIRED ALL PERMITS.
7.THE LANDOWNER/OPERATOR IS RESPONSIBLE FOR CHECKING AND COMPLYING WITH ALL LOCAL
ORDINANCES THAT MAY AFFECT THE PROJECT.
8.ALL CONSTRUCTION SHALL BE CARRIED OUT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
ALL COMPONENTS OF THE COMPLETED SYSTEM SHALL CONFORM TO THE LINES, GRADES,
ELEVATIONS, DIMENSIONS AND MATERIALS SHOWN ON THE PLANS.
9.ANY CHANGES IN THE PLANS OR SPECIFICATIONS MUST BE APPROVED BY GHD PRIOR TO BEING
MADE. CHANGES ARE TO BE REVIEWED BY THE LANDOWNER/OPERATOR FOR CONCURRENCE.
SUBSTITUTIONS FROM SPECIFIED PRODUCTS AND MATERIALS SHALL BE APPROVED BY THE ENGINEER
PRIOR TO ORDERING OF MATERIALS.
10.APPROVED SHALL MEAN APPROVED IN WRITING BY THE ENGINEER OF RECORD.
11.GHD MAKES NO REPRESENTATION AS TO THE EXISTENCE OR NONEXISTENCE OF ANY UTILITIES AT
THE CONSTRUCTION SITE. IT IS THE RESPONSIBILITY OF THE LANDOWNER/OPERATORS AND
CONTRACTORS TO ASSURE THEMSELVES THAT NO HAZARD EXISTS OR THAT NO DAMAGE WILL
OCCUR TO UTILITIES. DIGGERS HOTLINE SHOULD BE NOTIFIED AT 811 (JULIEBEFOREYOUDIG.COM) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO EXCAVATION.
12.ALL DISTURBED AREAS SHALL BE RESTORED TO PRECONSTRUCTION CONDITIONS SUCH AS
CONCRETE FINISH TOPSOILED, FERTILIZED, SEEDED, AND MULCHED OR OTHERWISE STABILIZED AS
REQUIRED ON THE CONSTRUCTION PLANS.
13.CLEAR AND GRUB ALL AREAS NECESSARY FOR THE CONSTRUCTION OF ALL STRUCTURES.
14.DELIVER, HANDLE, AND STORE ALL MATERIALS IN A MANNER AS TO AVOID ANY DAMAGE.
HEALTH AND SAFETY NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR KNOWING AND FOLLOWING ALL APPROPRIATE SAFETY
STANDARDS.
2.HARD HATS MUST BE WORN BY ANYONE ON THE SITE WHO MAY BE EXPOSED TO FALLING OBJECTS
OR ANYONE WITHIN OPERATING RANGE OF OVERHEAD CONSTRUCTION EQUIPMENT. OVERHEAD
CONSTRUCTION EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, BACKHOES, CRANES, DRAGLINES AND
FRONT-END LOADERS. EQUIPMENT OPERATORS WITHIN ENCLOSED VEHICLES ARE ALSO REQUIRED
TO WEAR HARD HATS.
FOUNDATION, EXCAVATION AND BACKFILL NOTES
1.BACKFILL MATERIAL AROUND WALLS SHALL BE NATIVE MATERIAL FREE FROM ORGANIC AND
DELETERIOUS MATERIAL. SOFT CLAY MATERIAL SHALL NOT BE USED AS BACKFILL MATERIAL UNLESS
APPROVED BY THE GEOTECHNICAL ENGINEER.
2.BACKFILL TO BE PLACED AND COMPACTED IN ACCORDANCE WITH IOWA STATEWIDE URBAN DESIGN
AND SPECIFICATIONS DIVISION 2 - EARTHWORK.
3.THE LINE OF SLOPE BETWEEN ADJACENT EXCAVATIONS FOR FOOTINGS SHALL NOT EXCEED THE
LIMITS DETERMINED BY THE GEOTECHNICAL ENGINEER. DESIGN AND CONSTRUCT ADEQUATE
SHORING AS REQUIRED. SHORING IS TO BE DESIGNED BY A PROFESSIONAL ENGINEER.
4.MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSF, MINIMUM SOIL SUBGRADE MODULUS OF
K=100 PCI.
CAST-IN-PLACE CONCRETE NOTES
1.ALL MATERIALS AND CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE WITH THE LATEST
APPLICABLE ACI SPECIFICATIONS/GUIDELINES. THESE INCLUDE, BUT ARE NOT LIMITED TO, ACI 301,
304R, 305, 306, 308, 315.
2.CONCRETE DESIGN IN ACCORDANCE WITH ACI 318-14. MINIMUM CONCRETE COMPRESSIVE STRENGTH
SHALL BE 4,500 PSI AT 28 DAYS. CONTRACTOR MUST PROVIDE MIX DESIGN TO OWNER FOR
APPROVAL.
3.CONCRETE FORMS SHALL HAVE SUFFICIENT STRENGTH AND RIGIDITY TO HOLD THE CONCRETE AND
WITHSTAND THE NECESSARY PRESSURE, TAMPING, AND VIBRATION WITHOUT DEFLECTION FROM THE
PRESCRIBED LINES. THEY SHALL BE MORTAR-TIGHT AND CONSTRUCTED SO THAT THEY CAN BE
REMOVED WITHOUT HAMMERING OR PRYING AGAINST THE CONCRETE. THE INSIDE OF THE FORMS
SHALL BE OILED WITH A NON-STAINING MINERAL OIL OR THOROUGHLY WETTED BEFORE CONCRETE IS
PLACED.
4.METAL TIES OR ANCHORAGES SHALL BE FULL DIMENSION. NOMINAL SIZE WALL TIES ARE NOT
PERMITTED. WALL TIE ENDS MUST BE BROKEN OFF MINIMUM 1/2" INSIDE THE WALL AND PATCHED
WITH AN APPROVED PATCHING MATERIAL. TIE PATCHING IS REQUIRED ON BOTH THE INSIDE AND
OUTSIDE OF CONCRETE STRUCTURES.
5.ALL CONCRETE FOR WALLS SHALL BE CONSOLIDATED WITH INTERNAL TYPE MECHANICAL VIBRATORS.
CONCRETE SHALL BE PLACED CONTINUOUSLY IN HORIZONTAL LIFTS NOT GREATER THAN 20 INCHES
AND AS TO NOT CREATE COLD JOINTS. CONCRETE BEING PLACED SHALL NOT BE DROPPED FROM A
HEIGHT GREATER THAN 6 FEET.
6.DO NOT PLACE BACKFILL LOADS ON WALLS UNTIL THE CONCRETE HAS ACHIEVED 100% OF THE 28-DAY
DESIGN STRENGTH.
7.NO CUTTING OR DRILLING IN HARDENED CONCRETE IS PERMITTED WITHOUT APPROVAL FROM THE
ENGINEER.
8.PIPES, HOLES, AND PENETRATIONS TO BE INSTALLED BETWEEN REINFORCING. DO NOT CUT REBAR
FOR PIPES, HOLES, AND OTHER PENETRATIONS, UNLESS DONE IN ACCORDANCE WITH DRAWINGS.
9.PROVIDE 1" CHAMFER ON ALL EXPOSED CONCRETE EDGES.
10.THE STEEL REINFORCED CONCRETE PADS LOAD BEARING CAPACITIES WERE DESIGNED WITH A
PRESUMPTIVE LOAD BEARING ASSUMPTION OF SOIL BEARING CAPACITY OF 1,500 LBS/SF PER
SECTION 1806.2 AND PRESUMPTIVE LOAD BEARING VALUES TABLE 1806.2
11.REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60
SPECIFICATIONS. ALL REINFORCING MATERIAL SHALL BE FREE OF DIRT, LOOSE RUST, SCALE OIL,
PAINT OR OTHER COATINGS. WELDING OF REINFORCEMENT STEEL IS NOT PERMITTED.
12.REINFORCING STEEL AND WATERSTOP SHALL BE ACCURATELY PLACED IN POSITION AS SHOWN ON
THE PLANS AND FIRMLY ANCHORED TO PREVENT DISPLACEMENT DURING PLACEMENT OF CONCRETE.
INSERTION OF STEEL INTO FRESH CONCRETE IS NOT PERMITTED.
13.BAR SPLICE AND DEVELOPMENT LENGTHS ARE TO BE IN ACCORDANCE WITH ACI 318-11 CL. 12.2.3, AS
LISTED BELOW. UNLESS NOTED OTHERWISE ON DRAWINGS.
(BASED ON STANDARD WEIGHT CONCRETE, GRADE 60 REINFORCING BARS, F'C = 4,500 PSI)
MULTIPLY THE LAP & DEVELOPMENT LENGTHS ABOVE BY 1.3 FOR TOP BARS AND 1.5 FOR EPOXY
COATED BARS MULTIPLY THE HOOK DEVELOPMENT LENGTHS ABOVE BY 1.2 FOR EPOXY COATED
BARS.
14.WHEN BARS OF DIFFERENT SIZE ARE LAP SPLICED, LAP LENGTH SHALL BE THE LARGER OF:
A) DEVELOPMENT LENGTH OF LARGER BAR
B) LAP LENGTH OF SMALLER BAR
15.THE MIN. CLEAR DISTANCE BETWEEN REINFORCING STEEL AND SURFACE OF CONCRETE MUST BE AS
FOLLOWS:
WALLS: 2" TO EXT. & INT. FACE
FOOTINGS & SLABS: 3" TO BOTTOM FACE CAST AGAINST EARTH, 2" TO TOP FACE AND SIDES
16.REINFORCING IS TO BE GENERALLY DETAILED IN ACCORDANCE WITH CRSI MANUAL OF STANDARD
PRACTICE (LATEST EDITION).
17.IF THE DEPTH OF A FOOTING/FOUNDATION IS SUCH THAT A HOOK DEVELOPMENT LENGTH CANNOT BE
ACHIEVED FOR THE VERTICAL WALL DOWELS, THE HORIZONTAL LEG LENGTH OF THE DOWEL SHALL
BE EQUIVALENT TO THE DEVELOPMENT LENGTH OF THE BAR.
18.BARS LABELED "MID" TO BE LOCATED AT MID-DEPTH OF THE SECTION.
19.ALL REINFORCING AND WATERSTOP TO BE INSPECTED BY THE ENGINEER BEFORE POURING
CONCRETE.
20.CONSTRUCTION JOINTS SHALL BE MADE AND LOCATED SO AS NOT TO IMPAIR THE STRENGTH OF THE
STRUCTURE. IF CONSTRUCTION JOINTS ARE NOT SPECIFICALLY LOCATED ON THE DRAWINGS AND
THERE IS ANY DOUBT CONCERNING THE LOCATION, THE CONTRACTOR MUST CONSULT WITH THE
ENGINEER.
21.WHERE A CONSTRUCTION JOINT IS TO BE MADE, THE SURFACE OF THE SET CONCRETE SHALL BE
THOROUGHLY CLEANED AND BE IN DAMP CONDITION WITH NO FREE WATER ON THE SURFACE,
IMMEDIATELY BEFORE PLACING ADJACENT CONCRETE. REINFORCING STEEL PROJECTED THROUGH A
CONSTRUCTION JOINT SHALL BE THOROUGHLY CLEANED OF FLAKY RUST, MUD, OIL, DRIED CONCRETE
OR ANY OTHER COATINGS THAT WOULD COMPROMISE THE BOND.
22.CONSTRUCTION JOINTS AS SHOWN ON DRAWING.
23.WATERSTOP SHALL BE MADE OF PVC OR HYDROPHILIC COMPOUND. THE WATERSTOP SHALL BE THE
TYPE AND SIZE SPECIFIED ON THE CONSTRUCTION DRAWINGS. ALL PVC WATERSTOP INTERSECTIONS
SHALL BE FACTORY WELDED. WATERSTOP SHALL BE THOSE LISTED BELOW OR ENGINEER APPROVED
EQUIVALENT. 6-INCH WATERSTOP SHALL BE GREENSTREAK NO. 709 OR ENGINEER APPROVED
EQUIVALENT
24.ALL SPECIFIED SEALANTS SHALL BE THOSE LISTED BELOW, AND/OR ENGINEER APPROVED
EQUIVALENT. SIKAFLEX 1A - ONE COMPONENT, POLYURETHANE BASED ELASTOMERIC SEALANT
25.CURING COMPOUND SHALL BE A LIQUID MEMBRANE-FORMING COMPOUND SUITABLE FOR SPRAYING
ON THE CONCRETE SURFACE. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF ASTM
C309 TYPE 2 (WHITE PIGMENTED).
26.ISOLATION JOINT MATERIAL SHALL BE MIN. 1/2" THICK ASPHALT IMPREGNATED FIBERBOARD, TO ASTM
D1751.
27.EPOXY ANCHORING COMPOUND SHALL BE ULTRABOND1 TWO COMPONENT EPOXY ANCHORING GEL,
TESTED IN ACCORDANCE WITH ASTM E488-10 & ASTM E1512-01, OR ENGINEER APPROVED
EQUIVALENT.
28.FIELD TEST SHALL BE CONDUCTED ON THE CONCRETE DURING PLACEMENT AND SHALL CONFORM TO
A CONCRETE STRENGTH OF 4,500 PSI, AIR ENTRAINMENT OF 6% + OR -, AND A SLUMP OF 5 INCHES.
APPROXIMATELY 6 CONCRETE CYLINDERS SHALL BE CAST EVERY 150 CUBIC YARDS AND STRENGTH
TESTED AT 7 DAYS AND 28 DAYS.
SOIL NOTES
1.SUBGRADE SOILS SHALL BE COMPACTED TO STANDARD PROCTOR 95% MAXIMUM DRY DENSITY PER
ASTM D698.
2.SUBBASE SHALL BE 12" GRAVEL TO MEET THE REQUIREMENTS OF SECTION 9-03.12(1)(B) - CLASS B
DIVISION 9 MATERIALS - 2023 STANDARD SPECIFICATIONS WSDoT.
BAR SIZE LAP SPLICE LENGTH
(FOR SLABS)
DEVELOPMENT
LENGTH
HOOK
LENGTH
HOOK DEVELOPMENT
LENGTH
#3 12"9"6"7"
#4 15"12"8"10"
#5 19"15"10"12"
#6 23"18"12"15"
#7 33"25"14"17"
#8 37"29"16"19"
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4246XPO LOGISTICS RENTON
STORMWATER FILTRATION SYSTEM
11207014STORMWATER FILTRATION SYSTEMC23000456STORMWATER FILTRATION SYSTEMThis document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of
GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
www.ghd.com
Conditions of Use
GHD Inc.
9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
T 1 425 563 6500
FOR CITY PERMITTING PURPOSES
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT
4-5-2023
3-16-2023
1-9-2023
12-20-2022ISSUE FOR PRELIMINARY
D
C
B
A CIVIL GENERAL NOTESR-424602R-424602
DEVELOPMENT ENGINEERING
yqi 04/13/2023
0 60 120
NOTE: REFERENCE BASED ON FIELD SURVEY BY
CONTOUR ENGINEERING, LLC. DATED DECEMBER 19, 2022
(SEE ATTACHED SURVEY FOR REFERENCE ONLY)
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4246XPO LOGISTICS RENTON
STORMWATER FILTRATION SYSTEM
11207014STORMWATER FILTRATION SYSTEMC23000456STORMWATER FILTRATION SYSTEMThis document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of
GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
www.ghd.com
Conditions of Use
GHD Inc.
9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
T 1 425 563 6500
FOR CITY PERMITTING PURPOSES
SEE SHEET C-1003 FOR
ENLARGED SITE PLAN
OF OUTFALL #1 SOUTH
PROPOSED PUMP
AND FILTER SYSTEM
SEE SHEET C-1004 FOR
ENLARGED SITE PLAN
OF OUTFALL #2 NORTH
PROPOSED PUMP
AND FILTER SYSTEM
SCOPE OF WORK
INSTALL STORMWATER TREATMENT SYSTEM AT TWO LOCATIONS AS SHOWN.
WORK AT EACH LOCATION WILL INCLUDE THE FOLLOWING:
1.MOBILIZE; CONDUCT PUBLIC AND PRIVATE UTILITY LOCATES.
2.INSTALL A 6' HIGH, POST-DRIVEN, CHAIN-LINK, TEMPORARY TREE PROTECTION FENCE
AROUND THE DRIP LINES OF ALL TREES TO BE RETAINED. THIS FENCE SHALL REMAIN IN
PLACE UNTIL ALL CONSTRUCTION ACTIVITIES HAVE CONCLUDED.
3.EXCAVATE FOR CONCRETE PAD FOUNDATIONS.
4.FORM, REINFORCE, AND POUR TWO CONCRETE PAD FOUNDATIONS.
5.PLACE AND ANCHOR STORMWATERx TREATMENT SYSTEM ON EACH PAD.
6.INSTALL PUMP SYSTEM.
7.INSTALL AN 8' HIGH, TEMPORARY SECURITY AND SCREENING FENCE AROUND EQUIPMENT
ALLOWING SUFFICIENT SPACE FOR MAINTENANCE OF EQUIPMENT AND ANY ABOVE
GROUND PIPING.
8.CORE DRILL VAULT LIDS OF ON-SITE PRIVATE STORMWATER OUTFALLS.
9.FURNISH AND INSTALL SCHEDULE 40 PVC PIPING AND CONNECTIONS, INCLUDING 4” PVC
PIPING FROM PUMP OUTLET TO FILTRATION SYSTEM INLET AND 6” PVC PIPING FROM
FILTRATION SYSTEM OUTLET TO EACH OUTFALL OUTLET.
10.FURNISH AND INSTALL PIPE SUPPORTS AS NECESSARY TO SECURE PIPE IN MANHOLES
AND ABOVEGROUND.
11.PIPING AND SUPPORTS MENTIONED ABOVE ARE TEMPORARY FOR A PERIOD OF UP TO 12
MONTHS FROM THE PERMIT ISSUANCE DATE WHEN THEY WILL BE REPLACED WITH THE
PERMANENT SYSTEM. IF THE PERIOD EXCEEDS 12 MONTHS, THE SYSTEM OPERATOR WILL
NOTIFY THE CITY OF RENTON.
12.TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AT
BOTH OUTFALLS AS INDICATED PER DETAILS ON SHEET C-6001.
TOTAL REPLACED IMPERVIOUS SURFACE: 740 SF
TOTAL DISTURBED AREA (EXCAVATION/BACKFILL): 800 SF \ 44 CY
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT
4-5-2023
3-16-2023
1-9-2023
12-20-2022ISSUE FOR PRELIMINARY
D
C
B
A SITE PLANR-424603R-424603
DEVELOPMENT ENGINEERING
yqi 04/13/2023
SURFACE WATER UTILITY
JFarah 04/14/2023
R-424604
N
DV100c
Pump
PROPERTY
BOUNDARY
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4246XPO LOGISTICS RENTON
STORMWATER FILTRATION SYSTEM
11207014STORMWATER FILTRATION SYSTEMC23000456STORMWATER FILTRATION SYSTEMThis document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of
GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
www.ghd.com
Conditions of Use
GHD Inc.
9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
T 1 425 563 6500
FOR CITY PERMITTING PURPOSES
LEGEND:
GENERAL NOTES:
1.REFER TO CERTIFIED ARBORIST'S REPORT DATED 3-3-2023 FOR SITE RECOMMENDATIONS
ON BEST MANAGEMENT PRACTICES.
2.DIESEL PUMP IS EQUIPPED WITH AN AUTO START/STOP CAPABLE CONTROL PANEL
PROGRAMMED TO COMMUNICATE WITH PRESSURE TRANSDUCERS/FLOATS SET AT
PRE-DETERMINED WATER LEVELS OF THE CATCH BASIN.
3.THE SITE HAS A TOTAL OF 54 PARKING SPACES. THE CRITERIA FOR PARKING IS 1 SPACE
PER 1,500 SQUARE FEET OF NET FLOOR AREA. THE TWO BUILDINGS TOTAL 50,660 SQUARE
FEET / 1,500 = 34 SPACES REQUIRED. 7 PARKING SPACES ARE NEEDED FOR THE
INSTALLATION OF THE FILTER. THIS LEAVES 47 SPACES AVAILABLE FOR PARKING.
4.THE EXISTING LANDSCAPING WILL BE USED IN CONJUNCTION WITH THE TEMPORARY
SECURITY FENCING TO SCREEN THE SURFACE MOUNTED EQUIPMENT. THE TEMPORARY
FENCING WILL BE 8 FEET TALL CHAIN LINK WITH PRIVACY SCREEN (SEE DETAIL ON SHEET
C-6002).
DIESEL PUMP
(SEE NOTE 2)
EXISTING TREE WITH
DRIP LINE
TEMPORARY TREE PROTECTION
FENCE
TEMPORARY SECURITY FENCE
EXISITING CATCH BASIN
PROPOSED EQUIPMENT PIPING
EXISTING STORMWATER PIPE
EXISTING MANHOLE
APPROXIMATE LIMIT OF EXISTING
SHRUB VEGETATION
EXISTING TREE
DRIP LINE (TYP.)
NOTE: A CERTIFIED ARBORIST WILL BE
PRESENT DURING EXCAVATION ACTIVITIES
TO ENSURE THE PROTECTION OF THE
TREES AND THEIR ROOT SYSTEMS.
NOTE: SITE REFERENCE BASED ON FIELD SURVEY BY
CONTOUR ENGINEERING, LLC DATED DECEMBER 19, 2022
(INCLUDED WITH THIS SUBMITTAL)
KEY NOTES:
RAISE TREE CANOPIES AS SHOWN (SEE CERTIFIED ARBORIST'S REPORT DATED
3-3-2023).
INSTALL A 6' TALL, TEMPORARY TREE PROTECTION FENCE AS SHOWN ON THE PLAN
PRIOR TO COMMENCEMENT OF ANY PROJECT WORK. FENCE LOCATION SHOWN IS
FROM THE CERTIFIED ARBORIST'S REPORT. FENCE TO REMAIN IN PLACE UNTIL ALL
WORK IS COMPLETED.
SAW CUT EXISTING ASPHALT AND EXCAVATE FOR INSTALLATION OF PROPOSED
32'-6" x 11'-0" CONCRETE SLAB FOR AQUIP 210S FILTER SYSTEM.
AFTER SLAB HAS CURED, INSTALL THE AQUIP 210S FILTER SYSTEM, DIESEL PUMP,
ASSOCIATED PIPING AND ELECTRICAL EQUIPMENT.
INSTALL AN 8' TALL TEMPORARY SECURITY FENCE WITH PRIVACY SCREEN AROUND
THE FILTER EQUIPMENT AS SHOWN.
STRAW WATTLE WILL BE PLACED AROUND CATCH BASIN 17 DURING EXCAVATION
ACTIVITIES FOR THE CONCRETE SLAB INSTALLATION TO PREVENT SILT / SEDIMENT
CONTAMINATION. REFER TO DETAILS ON SHEET C-6001.
1
2
3
4
5
1
1
1
1
1
1
4
5
2
2
PROPOSED
CONCRETE PAD
SITE PARKING
(SEE NOTE 3)
APPROXIMATE LIMIT OF RECOMMENDED
14 FOOT HIGH CANOPY
APPROXIMATE LIMIT OF RECOMMENDED
8 FOOT HIGH CANOPY
3
2
2
3
EROSION CONTROL PLAN
SCALE: N.T.S.
6
6
CATCH BASIN 17
PROPOSED FLEXIBLE EQUIPMENT
PIPING
STRAW WATTLE 8"-10" Ø
(SEE DETAILS SHEET C-6001)
STRAW WATTLE 8"-10" Ø
NOTE: PHASE II EXCAVATION IS LIMITED TO THE NEW
CONCRETE SLAB. ONLY CATCH BASIN 17 WILL BE
AFFECTED BY SURFACE RUN OFF FROM THE AREA.
6
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT
4-5-2023
3-16-2023
1-9-2023
12-20-2022ISSUE FOR PRELIMINARY
D
C
B
A
OUTFALL #1
SOUTH SITE PLANR-424605R-424605
DEVELOPMENT ENGINEERING
yqi 04/13/2023
MHerrera 04/13/2023
CURRENT PLANNING
SURFACE WATER UTILITY
JFarah 04/14/2023
N
DV
1
0
0
c
Pu
m
p
4' ±
RIM 20.82' EXIST. 4' DIAM.
CATCH BASIN TYPE II
TOC
SAW CUT EXISTING SIDEWALK
AT EXISTING JOINTS
FENCE LINE
1'-0"±
VARIES
(2) 6" SCH 40 PVC
PIPE OR EQUAL
NOTE:
1. CONTRACTOR TO FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION.1'-6"MIN.PIPE COLLAR
(SEE DETAIL
THIS SHEET)
FIELD ADJUST AS
NECESSARY
PROPERTY
BOUNDARY
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4246XPO LOGISTICS RENTON
STORMWATER FILTRATION SYSTEM
11207014STORMWATER FILTRATION SYSTEMC23000456STORMWATER FILTRATION SYSTEMThis document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of
GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
www.ghd.com
Conditions of Use
GHD Inc.
9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
T 1 425 563 6500
FOR CITY PERMITTING PURPOSES
PROPOSED PIPING AT CATCH BASIN 21 (OUTFALL #2)
SCALE: N.T.S.
A
C-1004
NOTE: SITE REFERENCE BASED ON FIELD SURVEY BY
CONTOUR ENGINEERING, LLC DATED DECEMBER 19, 2022
(INCLUDED WITH THIS SUBMITTAL)
DIESEL PUMP
(SEE NOTE 2)
PROPOSED
CONCRETE PAD
EXISTING LANDSCAPING
(SEE NOTE 3)
EXISTING TREE
DRIP LINE (TYP.)
NOTE: A CERTIFIED ARBORIST WILL BE
PRESENT DURING EXCAVATION ACTIVITIES
TO ENSURE THE PROTECTION OF THE
TREES AND THEIR ROOT SYSTEMS.
PIPE COLLAR DETAIL
SCALE: N.T.S.
PIPE COLLAR
(TYP.)
6" SCH 40 PVC PIPE
CATCH BASIN WALL
6" SCH 40 PVC
90° BEND
GENERAL NOTES:
1.REFER TO CERTIFIED ARBORIST'S REPORT DATED 3-3-2023 FOR SITE RECOMMENDATIONS
ON BEST MANAGEMENT PRACTICES.
2.DIESEL PUMP IS EQUIPPED WITH AN AUTO START/STOP CAPABLE CONTROL PANEL
PROGRAMMED TO COMMUNICATE WITH PRESSURE TRANSDUCERS/FLOATS SET AT
PRE-DETERMINED WATER LEVELS OF THE CATCH BASIN.
3.THE EXISTING LANDSCAPING CONSISTING OF THE TREE CANOPY AND LARGE SHRUBS WILL
PROVIDE A VISUAL BARRIER TO SCREEN THE SURFACE MOUNTED UTILITY EQUIPMENT.
KEY NOTES:
REMOVE TREES AS SHOWN AND INDICATED BY CERTIFIED ARBORIST'S REPORT
DATED 3-3-2023 INCLUDED WITH THIS SUBMITTAL. (1) PIN OAK WITH FUNGAL
GROWTH AT THE BASE AND (3) CEDAR TREES THAT ARE 90% NECROTIC ARE TO BE
REMOVED TO GRADE.
INSTALL A 6' TALL, TEMPORARY TREE PROTECTION FENCE AS SHOWN ON THE PLAN
PRIOR TO COMMENCEMENT OF ANY PROJECT WORK. FENCE LOCATION SHOWN IS
FROM THE CERTIFIED ARBORIST'S REPORT. FENCE TO REMAIN IN PLACE UNTIL ALL
WORK IS COMPLETED.
SAW CUT EXISTING ASPHALT AND EXCAVATE FOR INSTALLATION OF PROPOSED
32'-6" x 11'-0" CONCRETE SLAB FOR AQUIP 210S FILTER SYSTEM.
AFTER SLAB HAS CURED, INSTALL THE AQUIP 210S FILTER SYSTEM, DIESEL PUMP,
ASSOCIATED PIPING AND ELECTRICAL EQUIPMENT. SAW CUT EXISTING SIDEWALK,
OPEN TRENCH, AND INSTALL (2) 6" SCH 40 PVC WATER LINES (SEE SECTION "A" THIS
SHEET). REPLACE SIDEWALK TO MATCH EXISTING. THE SIDEWALK SHALL BE
REPLACED TO THE NEAREST JOINT.
STRAW WATTLE WILL BE PLACED AROUND CATCH BASIN 19 AND OUTFALL #2 DURING
EXCAVATION ACTIVITIES FOR THE CONCRETE SLAB AND EQUIPMENT INSTALLATION
TO PREVENT SILT / SEDIMENT CONTAMINATION. REFER TO DETAILS ON SHEET
C-6001.
EQUIPMENT INFLUENT PIPING TRANSITION FROM 6" SCHEDULE 40 PVC PIPING TO 4"
FLEXIBLE PIPING. THE EXACT LOCATION OF THE TRANSITION WILL BE DETERMINED
IN THE FIELD. ALL FLEXIBLE 4" PIPING SHALL BE ABOVE GROUND.
1
2
3
4
5
LEGEND:
EXISTING TREE WITH
DRIP LINE
TEMPORARY TREE PROTECTION
FENCE
TEMPORARY SECURITY FENCE
EXISITING CATCH BASIN
PROPOSED 6" PVC EQUIPMENT PIPING
EXISTING STORMWATER PIPE
EXISTING MANHOLE
APPROXIMATE LIMIT OF EXISTING
SHRUB VEGETATION
3
4
2
2
1
1
1
1
3
4
4
4
5
5
PROPOSED 4" FLEXIBLE
EQUIPMENT PIPING
STRAW WATTLE 8"-10" Ø
PROPOSED 6" PVC UNDERGROUND
EQUIPMENT PIPING
6
6
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT
4-5-2023
3-16-2023
1-9-2023
12-20-2022ISSUE FOR PRELIMINARY
D
C
B
A
OUTFALL #2
NORTH SITE PLANR-424606R-424606
A
C-1004
4
4
INFLUENT PIPING TRANSITION
DEVELOPMENT ENGINEERING
yqi 04/13/2023MHerrera 04/13/2023
CURRENT PLANNING
SCALE: N.T.S.
STRAW WATTLE DETAIL1
C-6001 SCALE: N.T.S.
CATCH BASIN INSERT DETAIL2
C-6001
FLOW
SCALE: N.T.S.
3
C-6001
STRAW WATTLE @ EXISTING
PAVEMENT DETAIL
EXISTING ASPHALT
STRAW WATTLE ROLL 8"-10" Ø.
SECURE WITH SANDBAGS AT
REGULAR INTERVALS ON EACH SIDE
NOTE: STRAW WATTLES WILL BE USED ON PAVED AREAS DURING EXCAVATION
TO REDUCE SILT / SEDIMENT FLOW INTO THE EXISTING CATCH BASINS.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4246XPO LOGISTICS RENTON
STORMWATER FILTRATION SYSTEM
11207014STORMWATER FILTRATION SYSTEMC23000456STORMWATER FILTRATION SYSTEMThis document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of
GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
www.ghd.com
Conditions of Use
GHD Inc.
9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
T 1 425 563 6500
FOR CITY PERMITTING PURPOSES
CONSTRUCTION SWPPP CONTACT INFORMATION
Saybr Contractors, Inc.
Eric Martin, Project Manager
(206) 730-8197
BMP LIST:
BASED ON 2022 SURFACE WATER DESIGN MANUAL FOR THE CITY OF RENTON, WASHINGTON:
·WATTLES - COR STD Detail 213.40 - THIS SHEET
·STORM DRAIN INLET PROTECTION - COR STD Detail 216.30 - THIS SHEET
·CONCRETE HANDLING - COR 2022 SWDM, APPENDIX D - D.2.2.1 & D.2.2.2
·SAWCUTTING AND SURFACING POLLUTION PREVENTION - COR 2022 SWDM, APPENDIX D - D.2.2.3
·DELIVERY, STORAGE, AND CONTAINMENT - COR 2022 SWDM, APPENDIX D - D.2.2.4
NOTE: REFERENCE THE 2022 SURFACE WATER DESIGN MANUAL FOR THE CITY OF RENTON, WASHINGTON AVAILABLE
ON THE CITY OF RENTON, WA WEBSITE:
https://rentonwa.gov/city_hall/public_works/utility_systems/surface_water_utility_engineering/surface_water_design_standards
SPECIFICALLY APPENDIX D - CONSTRUCTION STORMWATER POLLUTION PREVENTION STANDARDS
NOTE: ALL CATCH BASINS ON THE FACILITY PROPERTY
HAVE BEEN UPGRADED WITH INSERTS AS SHOWN ABOVE.
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT
4-5-2023
3-16-2023
1-9-2023
12-20-2022ISSUE FOR PRELIMINARY
D
C
B
A EROSION CONTROL DETAILSR-424607R-424607
DEVELOPMENT ENGINEERING
yqi 04/13/2023
6'-0"6'-0"
EXISTING GRADE
2" WIRE MESH
1/8" THICK
SCALE: N.T.S.
1
C-6002
TEMPORARY 8' SECURITY FENCE PANEL (TYP.)8'-0"12'-0"
USE SANDBAGS OR CONCRETE BLOCKS
TO WEIGH DOWN FENCE LEGS.
OPTIONAL PRIVACY / WIND SCREENING FOR FENCE PANELS. CONTRACTOR MAY USE VENDOR OF
THEIR CHOICE AS LONG AS THE FENCE HEIGHT AND SCREENING REQUIREMENTS ARE MET.
SCALE: N.T.S.
2
C-6002
TEMPORARY 6' TREE PROTECTION FENCE PANEL (TYP.)
6'-0"6'-0"
2" WIRE MESH
1/8" THICK
6'-0"12'-0"
EXISTING GRADE
NOTES:
1.THE TEMPORARY TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF
ANY WORK AND REMAIN IN PLACE UNTIL ALL WORK IS COMPLETED.
2.THE TEMPORARY TREE PROTECTION FENCE SHALL BE A 6' TALL, CHAIN LINK FENCE SUPPORTED BY STEEL
POSTS DRIVEN TO A SUFFICIENT DEPTH TO ENSURE THE FENCE REMAINS IN AN UPRIGHT POSITION FOR
THE DURATION OF THE CURRENT WORK.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4246XPO LOGISTICS RENTON
STORMWATER FILTRATION SYSTEM
11207014STORMWATER FILTRATION SYSTEMC23000456STORMWATER FILTRATION SYSTEMThis document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of
GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
www.ghd.com
Conditions of Use
GHD Inc.
9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
T 1 425 563 6500
FOR CITY PERMITTING PURPOSES
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT
4-5-2023
3-16-2023
1-9-2023
12-20-2022ISSUE FOR PRELIMINARY
D
C
B
A SITE DETAILSR-424608R-424608
DEVELOPMENT ENGINEERING
yqi 04/13/2023
Aquip 210 Aquip 210
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4246XPO LOGISTICS RENTON
STORMWATER FILTRATION SYSTEM
11207014STORMWATER FILTRATION SYSTEMC23000456STORMWATER FILTRATION SYSTEMThis document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of
GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
www.ghd.com
Conditions of Use
GHD Inc.
9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
T 1 425 563 6500
FOR CITY PERMITTING PURPOSES
4" Flex Hose
6" Sch. 40 PVC Piping
Existing Manhole
Outfall #2
6" Sch. 40 PVC
Valve (Typ.)
6" Sch. 40 PVC Pipe Inside Existing Outfall Pipe
Pump Control Panel
Pressure Transducer
Storm Drain From Existing
Catch Basins, (Typical of 2)
Existing Outfall Pipe
to City Stormdrain
" Sch. 40
PVC Piping
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT
4-5-2023
3-16-2023
1-9-2023
12-20-2022ISSUE FOR PRELIMINARY
D
C
B
A PROCESS FLOW DIAGRAMSR-424609R-424609
1
M-0001
SOUTH PROCESS FLOW DIAGRAM
SCALE: N.T.S.
6" Sch. 40 PVC
Valve (Typ.)
Pump Control Panel
6" Sch. 40 PVC Piping
2
M-0001
NORTH PROCESS FLOW DIAGRAM
SCALE: N.T.S.
6" Sch. 40 PVC Pipe Inside Existing Outfall Pipe
Pressure Transducer
4" Flex Hose
NOTE: 6" PVC LINES ARE SHOWN SEPARATELY FOR CLARITY.
LINES WILL BE INSTALLED SIDE BY SIDE WHERE UNDERGROUND
PRIOR TO PENETRATING WALL OF EXISTING MANHOLE.
Storm Drain From Existing
Catch Basins, (Typical of 2)
Transition from 6" Sch 40 PVC
to 4" Flex Hose
Transition from 6" Sch 40
PVC to 4" Flex Hose
Existing Outfall Pipe
to City Stormdrain
NOTE: THE ORIGINAL DRAWING WAS BY SABYR CONTRACTORS, INC. THIS DRAWING
HAS BEEN MODIFIED TO SHOW THE UNCHANGED CONFIGURATION OF THE SOUTH
PLAN AND THE REVISED CONFIGURATION OF THE NORTH PLAN.
DEVELOPMENT ENGINEERING
yqi 04/13/2023
GENERAL NOTES
1.DESIGN IS BASED ON PRELIMINARY BUILDING / EQUIPMENT INFORMATION. THE CONTRACTOR SHALL VERIFY THE ADEQUACY OF THE
STRUCTURAL DESIGN WITH THE ENGINEER AFTER CERTIFIED BUILDING / EQUIPMENT DRAWINGS HAVE BEEN SUBMITTED TO THE ENGINEER
AND APPROVED.
2.THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS TO ESTABLISH DIMENSIONS. ALL DIMENSIONS SHALL BE CHECKED ON-SITE PRIOR TO
ASSEMBLY OR CONSTRUCTION OF ANY WORK.
3.THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS. THE METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUPPORTING FORMWORK FOR CONCRETE CONSTRUCTION SHALL NOT BE REMOVED
BEFORE THE CONCRETE HAS GAINED SUFFICIENT STRENGTH TO SAFELY SUPPORT THE DEAD AND SUPERIMPOSED LOADS. THE CONTRACTOR
SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID OVERLOADS, AND MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL
STAGES OF CONSTRUCTION.
4.MATERIALS SPECIFIED ON THE DRAWINGS AND/OR IN THE SPECIFICATIONS SHALL BE USED UNLESS THE CONTRACTOR OBTAINS WRITTEN
APPROVAL OF THE ENGINEER TO USE ALTERNATIVE MATERIALS. WHEN REQUESTING SUCH APPROVAL, THE CONTRACTOR SHALL PROVIDE
ADEQUATE AND DETAILED MANUFACTURER'S LITERATURE AND TECHNICAL DATA FOR EACH MATERIAL PRIOR TO ITS POTENTIAL USE.
5.CONTRACTOR SHALL NOT DERIVE SUPPORTS FROM EXISTING STRUCTURE TO FACILITATE NEW CONSTRUCTION. IF SUCH SUPPORT IS
SPECIFICALLY ALLOWED BY THE ENGINEER, CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW AND APPROVAL DETAILED DESIGN,
CALCULATIONS AND DRAWINGS SEALED BY LICENSED PROFESSIONAL ENGINEER VERIFYING ADEQUACY-SAFETY OF EXISTING STRUCTURE. IF
DAMAGE TO EXISTING STRUCTURE OCCURS, CONTRACTOR AT ITS OWN COST SHALL REPAIR THE DAMAGE AND RESTORE TO ORIGINAL
CONDITION AND SATISFACTION OF THE ENGINEER.
6.NO EXCAVATION WORK MAY BEGIN UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN LOCATED AND MARK OUTS HAVE BEEN APPROVED BY THE
OWNER. UTILITIES MAY EXIST THAT ARE NOT SHOWN ON THE DRAWINGS.
CONCRETE NOTES
1.CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301, 305, 306, 308, 315, 318 AND 350R SPECIFICATIONS.
2.LATEST REVISION AND/OR VERSION OF ALL CODES AND REFERENCE STANDARDS SHALL BE FOLLOWED.
3.CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. SLUMP SHALL BE 3 1/2 INCHES ± 1 INCH.
4.CONCRETE SHALL BE AIR ENTRAINED. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C595, TYPE IL WITH AIR-ENTRAINING
ADMIXTURE CONFORMING TO ASTM C260. AIR CONTENT (% BY VOLUME) SHALL NOT BE LESS THAN 4% NOR GREATER THAN 6.5% AND SHALL
DEPEND ON MAXIMUM SIZE AGGREGATE USED.
5.NO ADMIXTURE SHALL CONTAIN CALCIUM CHLORIDE BASED COMPOUNDS. FLYASH AND POZZOLAN CONTENT SHALL NOT EXCEED 25% BY
WEIGHT OF CEMENT.
6.REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60 SPECIFICATIONS.
7.LAP SPLICES IN REINFORCING BARS IN ACCORDANCE WITH THE TABLE BELOW.
8.CONCRETE PROTECTION FOR REINFORCING BARS (UNLESS OTHERWISE NOTED):
A. EXTERIOR SLABS ON FILL - 3 INCH BOTTOM, 2 INCH TOP, 2 INCH SIDES
9.GROUT UNDER BASE PLATES SHALL BE NON-SHRINK NON-METALLIC "MASTERFLOW 713" OR "MASTERFLOW 928" BY MASTER BUILDERS OR
APPROVED EQUAL. MANUFACTURER'S INSTRUCTIONS CONCERNING SURFACE PREPARATION AND INSTALLATION SHALL BE FOLLOWED.
10.EDGE TOOL TOP HORIZONTAL EDGES OF EQUIPMENT (PUMP) PADS. OTHER EXPOSED EDGES SHALL HAVE 3/4 INCH CHAMFER.
11.PROVIDE MINIMUM OF 6 INCH MECHANICALLY COMPACTED CRUSHED STONE UNDER SLABS, FOUNDATIONS AND WHERE OTHERWISE NOTED ON
DRAWINGS.
FOUNDATION NOTES
1.FOUNDATION DESIGN IS BASED UPON A NET ALLOWABLE SOIL BEARING CAPACITY OF 1,500 POUNDS PER SQUARE FOOT FOR FOOTINGS
BEARING ON APPROVED NATIVE SUBGRADE SOILS OR COMPACT STRUCTURAL GRANULAR FILL.
2.CONTRACTOR SHALL FIELD VERIFY THE FOUNDATION BEARING GRADE MATERIAL AND BEARING CAPACITY DURING CONSTRUCTION.
FOUNDATIONS SHALL BE PLACED ON APPROVED BEARING GRADE.
3.NO FOOTING SHALL BEAR ON EXISTING FILL, SOFT/LOOSE, ORGANIC OR OTHER UNSUITABLE SOILS. IF ENCOUNTERED, THE EXISTING FILL AND
UNSUITABLE SOILS AT THE FOOTING BEARING GRADE LEVEL SHALL BE REMOVED DOWN TO COMPETENT NATIVE SUBGRADE AND EXCAVATION
BACKFILLED WITH COMPACTED STRUCTURAL GRANULAR FILL IN ACCORDANCE WITH THE SPECIFICATION.
4.UTILITIES MAY EXIST THAT ARE NOT SHOWN ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A UTILITY LOCATE FROM THE
WASHINGTON UTILITY NOTIFICATION CENTER (TELEPHONE NUMBER 1-800-424-5555 OR 811) PRIOR TO ANY EXCAVATION. IF UTILITIES ARE
IDENTIFIED IN THE PROJECT AREA DURING THE COURSE OF WORK, CONTRACTOR SHALL NOTIFY THE ENGINEER FOR DIRECTION PRIOR TO
PROCEEDING.
25
19
TOP BARS
#4 (13)
#3 (10)
LAP SPLICE LENGTHS (IN)
37
31
#6 (19)
#5 (16)
#7 (22)54
#8 (25)
32
24
A
48
40
70
BBAR SIZE
19
15
OTHERS
29
24
42
25
19
A
37
31
54
B
70#9 (29)
#10 (32)79
#11 (36)
91
102
54
61
70
79
62 80 48 62
87 113 67 87
1.BAR SIZES IN PARENTHESIS (13) ARE CORRESPONDING METRIC SIZES.
2.LAP SPLICES SHALL BE CLASS B SPLICES EXCEPT THAT CLASS A SPLICES
ARE ALLOWED WHEN ONE-HALF OR LESS OF TOTAL REINFORCEMENT IS
SPLICED WITHIN A LAP LENGTH.
3.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE
BELOW BARS.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4246XPO LOGISTICS RENTON
STORMWATER FILTRATION SYSTEM
11207014STORMWATER FILTRATION SYSTEMC23000456STORMWATER FILTRATION SYSTEMThis document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of
GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
www.ghd.com
Conditions of Use
GHD Inc.
9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
T 1 425 563 6500
FOR CITY PERMITTING PURPOSES
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT
4-5-2023
3-16-2023
1-9-2023
12-20-2022ISSUE FOR PRELIMINARY
D
C
B
A STRUCTURAL NOTESR-424610R-424610
DEVELOPMENT ENGINEERING
yqi 04/13/2023
0 4'2'1'
1
S6001
CONCRETE FOUNDATION
SCALE 1/2"=1'-0"
1'-0" MIN.
(TYP)
1'-0"
11'-0" x 32'-6" x 1'-0" THK
CONCRETE FOUNDATION
1'-0"
1'-0" MIN.
(TYP)
#6 @ 12" EF (TYP)REPLACE EXCAVATED MATERIALS
WITH SELECT GRANULAR FILL IN
12" MAX LIFTS AND COMPACT TO
95% PER ASTM D1557
1
2
6" (TYP)1'-0" BELOWFINISHED GRADET/ GRADE
3/4" CHAMFER #6 @ 12" O.C., T&B, E.W.
0 4'2'1'
2
S6001
ANCHOR BOLT DETAIL
SCALE 1/2"=1'-0"6"1'-238"
212"
L6x4x1/2" (x2'-3") (BY MANUFACTURER)
3/4" DIA. HAS-E ASTM F1554 GR. 55 ANCHOR
BOLTS BY HILTI; FASTEN WITH HILTI HIT-HY
200 V3 EPOXY
5/8"Ø MACHINE BOLT IN 11/16"Ø HOLES.
(MIN. 3 THREADS BEYOND NUT)
(BY MANUFACTURER)
⅊ 3/8"x9"x2'-3" (BY MANUFACTURER)
1/4"
EQUIP TANK LEG
(BY MANUFACTURER)
112"1'-0"1'-0"112"2"2"SECTION
PLAN
L6x4x1/2" (x2'-3")
(BY MANUFACTURER)
BY MANUFACTURER
BY MANUFACTURER
PLATE TO TANK LEG
BY MANUFACTURER
NOTE:
CONTRACTOR SHALL LOCATE CENTER OF EQUIPMENT IN BOTH
DIRECTIONS WITH THE CENTER OF CONCRETE FOUNDATION.
11'-0"1'-0"CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4246XPO LOGISTICS RENTON
STORMWATER FILTRATION SYSTEM
11207014STORMWATER FILTRATION SYSTEMC23000456STORMWATER FILTRATION SYSTEMThis document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of
GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
www.ghd.com
Conditions of Use
GHD Inc.
9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
T 1 425 563 6500
FOR CITY PERMITTING PURPOSES
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
ISSUE FOR PERMIT
4-5-2023
3-16-2023
1-9-2023
12-20-2022ISSUE FOR PRELIMINARY
D
C
B
A STRUCTURAL DETAILSR-424611R-424611
DEVELOPMENT ENGINEERING
yqi 04/13/2023